Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date13 Dec 2024
Closing Date10 Jan 2025
Tender Amount₹ 78,54,500
Costs
EMD
₹ 1,42,810Document Cost
₹ 500Tender Fee
Refer Documents
Summary
Ge/alp (8405b) Kolkata Of 2024-25
Description
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Contact
Tender Id
2024_MES_688481_1Tender No
GE/ALP (8405B) KOLKATA OF 2024-25Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Boring of holes under road, pavement, hard standing by trenchless technology using ultra sounding technique and necessary machine including HDPE pipe of 150 mm dia suitable for 0.4 mpa working pressure complete all as specified and directed.
18
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Construction of brick massonry valve pit chamber of inner dimension 1200x1200x1200 mm suitable for sluice valves upto 100mm size, with PCC 1:4:8 type D-2 for foundation, brick work in cm 1:6 rendering 1:4, 15mm plastering, coping in PCC 1:2:4 type B-1, incl necessary earth work, including MS sheet cover of thickness 3.15mm on 50x50x6.0 mm angle iron framework including two coats of synthetic enamelled paint over a coat of red oxide primer with making provision of locking arrangement including demolished old valve pit complete all as specified and directed.
5
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Taking up unseviceable/rusted cast iron water mains (including all fittings), with spigot and socket ends and lead joints complete all as directed.
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C.I pipe 150 mm bore size
750
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C.I pipe 100 mm bore size
450
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C.I pipe 80 mm bore size
300
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Supply and laying ductile Iron pipes Class K-9, 150 mm dia with flanged ends, centrifugally cast, class A, in any length laid in trenches complete all as specified and directed.
415
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Supply and laying ductile Iron pipes Class K-9 ,100mm dia with flanged ends, centrifugally cast, class A, in any length laid in trenches complete all as specified and directed. (Note : Necessary
235
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Supply and lay ductile Iron pipes Class K-9, 80mm dia with flanged ends, centrifugally cast, class A, in any length laid in trenches complete all as specified and directed.
200
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Supply & Laying 3 Layered PP-R (Polypropylene Random Copolymer) Pipes 63 mm Outer Dia (Bore) ISI Marked PN-16, SDR 7.4 UV Stabilised and Anti-Microbial Fusion Welded having Thermal Stability for Hot and Cold water Supply including all PP-R Plain and Brass Threaded Polypropylene Random Fittings (such as Bends ,Elbows, Tees, Short Pieces ,Connectors, Back - Nuts Capps,Plugs, Unions etc)Laying in Trenches/Floors/Ducts or Fixing to walls including scfording works, etc, and also Cutting of pipes as required, comlete as all specified and as directed.
200
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All as per Item No 10 here-in-before, but PP-R (Polypropylene Random Copolymer) Pipes 90mm outer Dia (80MM Bore), ISI Marked PN-16 completed all as specified and directed.
100
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All as per Item No 10 here-in-before, but PP-R (Polypropylene Random Copolymer) Pipes 110mm outer Dia (100MM Bore), ISI Marked PN-16 completed all as specified and directed.
150
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All as per Item No 10 here-in-before, but PP-R (Polypropylene Random Copolymer) Pipes 160mm outer Dia (150MM Bore), ISI Marked PN-16 completed all as specified and directed.
230
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Material and labour for DI Specials both end flanged or both end spigot/socket or one end flanged and other end spigot/socket any type as in repair of bends, tapers, duck foot bend, tee pices (single and double branch) etc any type and angle, radius and straight connecting pipes for upto 200mm dia ductile iron pipe as per site requirement complete all as specified and as directed.
600
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Supply and fixing for 150mm dia cast iron butter fly valve (GEAR TYPE) IS-13095-1991 including all accessories after and including taking up/down of old unserviceable valve complete all as specified and as directed .
6
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All as per item No 15above but 100mm dia
4
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All as per item No 15 above but 80mm dia
4
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All as per item No 15 above but 50mm dia
35
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Taking up Cast Iron water mains (including all fittings) any type and any joints including burinig out joints and recovering lead in case of lead joint for the following :-
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C.I pipe 150 mm bore size
300
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C.I pipe 100 mm bore size
350
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Cutting of cast iron pipes in position for insertion of new tees branches i.e bends , reducers , tail pieces tec for the following :-
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C.I 150 mm bore size
300
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C.I 100 mm bore size
350
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Cutting of existing PCC flooring/bitumen road/ plinth protection for laying of DI pipe upto 150mm dia and removing the debrils to a distance not more than 50m complete all as specified and as directed
30
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Material and labour for gasket joint as per IS 638 for 150mm dia flange DI pipe with 3mm rubber gasket and suitable size of nut bolt and washers complete all as specified and directed
57
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Material and labour for gasket joint as per IS 638 for 100/80mm dia flange DI pipe with 3mm rubber gasket and suitable size of nut bolt and washers complete all as specified and directed
60
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Demolition of Brick Work built in Cement Mortar including all Quoins, Arches, Pillars, etc. of any descriptions, keep Serviceable Bricks in Safe Custody for re-use, complete all as specified and as directed.
1
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M&L Brick Work with Sub-Class ‘B’ Bricks (with Old Size Bricks), Straight or Curved on Plan exc. 6.0 METRE mean Radius, built in Cement Mortar 1:6, complete all as specified and as directed.
0.5
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M&L Rendering 15mm thick in Cement Mortar 1:6 on Fair Faces of Brick Work or Concrete Surfaces, Plastered Surfaces finishing Fair and Even, complete all as specified and as directed.
13
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Dismantling of mild steel work of any description not otherwise provided complete all as specified and as directed.
1
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Supply and fixing Mild steel angle iron grade Fe 310-0 as in framing of valve pit cover including hinge and locking arrangement complete all as specified and directed.
98
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Supply and fixing as in replacement nut and bolt of different size as required full thread with double washer as required complete all as specified and directed .
110
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Material and Labour for 15mm thick rendering on other than fair faces of brick work in cement mortar 1:6 including finishing rendering surface even and smooth without using extra cement all as directed.
25
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Material & labour for preparation of new plastered surfaces of walls and applying two coats of cement based paint complete all as specified and as directed.
100
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Material & labour for preparation of new steel surfaces of any description over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red-oxide zinc primer complete all as specified and as directed.
50
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Demolition of cement concreate(unreinforced) of description and in any position,complete all as specified and as directed.
4
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M & L Cement concrete (1:3:6) (40 mm graded stone aggregate) type - C2 in foundation,filling and mass concrete.
5
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M & L Cement concrete type C-2,(1:3:6) (40 mm graded stone aggregate) of 100 mm thick completed all as specified and directed.
5
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M & L Cement concrete type B-1,(1:2:4) (20 mm graded stone aggregate) of 25 mm thick completed all as specified and directed.
5
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Supply, fixing, testing and commissioning Chlorine dozing system consiting of FRP solution preparetion cum settling tank cap 100 ltrs with lid, port hole, inlet/outlet/drain connection, level guage, sludge deposition facility etc and fitted with 900 RPM motor & PVC agitator combined with 100 ltr cap dosing/ storage tank with lid, port hole, inlet/outlet/ drain connedction, level guage etc either fitted with 900 RPM motor and PVC agitator with plunger type chemical dosing pump suitable to discharge 30 ltrs per hour Calcium hyphochlorite solution at 10 Kg/cm2 complete complete all as per existiing ing including taking down old system complete all as specified and as directed.
Make : AVON/ Aquapura/ Declibac/ RMCO
1
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Supply, laying and testing cable XLPE Insulated ,screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 16.0 sq mm 4 core complete all as specifed and directed.
100
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Supply, Erection, Testing and Comissionning of Catalytic type Iron Removal Plant cum Pressure Filter of capacity 10000 Gallons per Hour (45000 LPH) during normal flow rate including Activated Carbon Filter etc. The plant should be capable to bring down the Iron content from the existing level to an acceptable level for standard quality of potable water as per the guide line of CPHEEO/IS:10500 (Latest Eition).
Note :-
a) After erection & testing of the plant, a chemichal analysys of the filtered water should be carried out, by the contractor in a Govt. / Govt. approved Laboratory to check the potability of the filtered water as described in IS :10500. Test report to be submitted to the Engineer-in-Charge for necessary acceptance.The testing charge shall demmed to be included in the unit rate quoted. No extra cost to be levied to the department separately for this testing. b) The cost of all types of Filter Media, MnO2, Resin, Activated Carbon etc. shall deemed to be included in the unit rate quoted.
c) New R.C.C/Brick PlatIform to be constructed after demolishing and taking down the existing one and cost of the same shall be included in the quoted rate of dismantling of plant as mentioned here in above . No extra cost on this account shall be paid by the department.
1
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(d) Civil Work and Painting
(i) R.C.C. Platform suitable with foot stool foundation including drain and pit to accommodate the entire plant as per OEM's design.
(ii) The entire plant with all of its accessories and pipe lines will have to be painted with 2 coats of 1st quality synthetic enamel paint of shade Phiroza Blue over a coat of Red Oxide metal primer by spray painting complete including marking and identifying all pipe lines by writing and providing arrow sign to show the direction of flow etc.all as specified and as directed. (iii) The back wash line to be extended to the nearby drain by providing ERW MS pipe of suitable bore
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(d) Civil Work and Painting
(i) R.C.C. Platform suitable with foot stool foundation including drain and pit to accommodate the entire plant as per OEM's design.
(ii) The entire plant with all of its accessories and pipe lines will have to be painted with 2 coats of 1st quality synthetic enamel paint of shade Phiroza Blue over a coat of Red Oxide metal primer by spray painting complete including marking and identifying all pipe lines by writing and providing arrow sign to show the direction of flow etc.all as specified and as directed. (iii) The back wash line to be extended to the nearby drain by providing ERW MS pipe of suitable bore
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Details of the Plant :-
The details of plant and its accessories are described as under. Overall rate quoted for the Plant will be inclusive of all the following items / works :-
Shell to be made as per IS: 2062 (Revised) having the following dimention :- (a) Details of Oxidation Chamber (Vertical Single Deck)
(i) Capacity : 10000 GPH / 45000 LPH
(ii) Thickness of M.S. shell body : 6.0 mm
(iii) Thickness of Dish end : 8.0 mm
(iv) Thickness of Bed Plate : 8.0 mm
(v) MNO2 compound of suitable quantity (26.0 CFT/0.742 CuM approx as per OEM's design.
(v) Size of the Shell : Dia : 1000 mm x Height : 1200 mm SOH or as designed by the OEM
(vi) Material of construction & Construction Code :ISS 2062 & ISS 2825 (Unfired Pressure Vessel)
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(b) IR Plant cum Pressure Filter
(i) Dia for IR Plant Cum Pressure Filter : 2500 mm X Height : 1500 mm SOH or as designed by the OEM
(ii) Thickness of Dish Plate : 10.0 mm
(iii) Thickness of Dish End : 12.00 mm
(iii) Thickness of Bed Plate : 12.0 mm (iv) Sand & Gravel of suitable Quantity (185 CFt / 5.28 CuM approx) or as per OEM's design.
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(c) Activated Carbon Filter (Vertical Single Deck & Multigrade)
(i) Shell-1700mm dia x2150mm SOH (Vertical) or as per OEM design
(ii )Thickness of body, dish end & bed plate- 8mmx10mmx12mm
(iii) Frontal (face) pipe line - Will be fabricabed from 100mm ERW pipe(Medium )
(iv) Valves in frontal pipe line- Butterfly valve flangeless finish-100mm-05 Nos
(v) Pressure guage-02 Nos for raw water and filter water
(vi) Under Bed Strainer nozzle-220 Nos Double nut type
(vii) Guard Media (gravels) - 24 Cft
(viii) Activated Carbon - 56 Bag/1400 Kgs (ix) Chlorine dosing pump : Model-RA-11 Cap 10 lph/06 kg per with 100 ltr capacity : FRP solution preparation cum settling tank Model CDS-100.
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(d) Frontal (Face) Pipe line. Frontal Pipe line to be constructed with medium grade ERW M.S. Pipe of 100 / 80 mm bore ( As per OEM's design) including all M.S. pipe fittings / flanges / Nuts, Bolts, Washers / Gaskets etc. and necessary welding, drilling , threading complete as required at site.
Make of the Pipe : TATA / JINDAL / BANSAL / NEZONE(g) Civil Work and Painting.
(e) Inlet connection from existing raw water pipe line to filter (10.0 RM approx) and outlet connection from filter to the inlet pipeline of UG Sump (9.0 RM approx), to be made with medium grade 80 mm bore heavy duty ERW M.S. Pipe / Medium Grade GI Pipe as required at ground. The cost of the materials and labour for laying these pipe lines (including connections) shall deemed to be included in the unit rate quoted. (f) Valves in Frontal Pipe Line
(i) Cast Iron Wafer type & lever operated Butter Fly valve of bore 80 mm - Asper OEM's design Make : L&T / RMCo / LEADER / VENUS / AUDCO
(g) Filter Media (i) Sand & Gravel of suitable Quantity (185 CFt / 5.28 CuM approx) or as per OEM's design.
(ii) MnO2 Compound of suitable quantity (26.0 CFt / 0.742 CuM approx or as per OEM's design) for Oxidation Chamber
(h Miscellaneous Items
(i) LDPE Strainer - Qty 220 Nos (approx) or as per OEM's design
(ii) Pressure Guage & Sampling Cock for raw & filtered water.- 01 Set each Make: FIEBIG/S-GURU/RMCo
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(iii) Air Vent System : 20 mm bore GI pipe with Gun Metal Gate Valve (iv) Reciprocating type Air Compressor of air discharge capacity 662 Ltr/min @ 11.0 Kg/cm², Single stage double cylinder type of capacity 5.0 HP,speed 700 rpm and having storage tank of capacity 275 Ltr including belt, belt guard, Motor Starter, Air receiver, Pressure Switch, Pipe Lines etc. all as per OEM's recommendation and should comply with IS : 5456 standard. Make of Compressor : RMCO / ELGI / MACSHE
Make of Motor : Crompton / Bharat Bijlee / Havells
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(j) S&F Salt chamber (with lead) of dimension 1300 mm dia x 1250 mm height, for preparation of brine solution, made of 6.0 mm thick MS sheet duly anti corrosive Rubber / FRP coating on all inside surfaces including painting of outside surfaces with one coat of red oxide metal primar and two coats of synthetic enamel paint complete with inlet, outlet and wash out line all incl dismantling and taking down old one complete as specified and as directed. (k) Design Criteria . The plant should be designed as per the following guide lines.
(i) Iron Content of Raw Water as Fe : 2.0 ppm
(ii) pH value of Raw Water : 8.0
(iii) Turbidity Content of Raw Water : 2.0 ppm (max) during monsoon.
(iv) Hardness : 500 mg/l
(v) Design Pressure as per ISS - 2825 : Test Pressure : 4.5 Kg / cm² & Working Pressure : 3.5 Kg /cm²
(vi) Optimum Velocity (Face pipeline) : 3.0 CuM /Sq M / Sec
(vii) Design Code : As per CPHEEO - Govt. of India (Page No - 661) Make of the Plant : RMCO / ION Exchange / Pearl Filter
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Supply, erection, commisiion and testing of water softerning plant of xize 1800x 2000 mm hieght material code : IS 2062 (maximum working pressure 3.5kg) and complete with following accessories :-
(a) Frontal Pipe line of 100mm dia (Medicum Grade) - 01 set (b ) Cast Iron Butterfly valve of 100 mmm dia - 05 Nos (c) Guard Media (gravels) - 30 Cft
(d) Under Bed plate system fitted with PVC strainer - 250 Nos (e) Resine Indion 220NA - 2400 Ltrs
(f) PVC Injector for Brine solurion - 40mm
(g) Pressure guages - 02 No, air vent systems, back washing facilites
(h) HDPE Tank for Brine Solution - 500 Ltrs - 10 No
Details of plant accessories
(a) Frontal (Face) Pipe line. Frontal Pipe line to be constructed with medium grade ERW M.S. Pipe of 100 / 80 mm bore ( As per OEM's design) including all M.S. pipe fittings / flanges / Nuts, Bolts, Washers / Gaskets etc. and necessary welding, drilling , threading complete as required at site.
Make of the Pipe : TATA / JINDAL / BANSAL / NEZONE(g) Civil Work and Painting.
(b) Valves in Frontal Pipe Line
(i) Cast Iron Wafer type & lever operated Butter Fly valve of bore 80 mm - Asper OEM's design Make : L&T / RMCo / LEADER / VENUS / AUDCO.
(c) Air Vent System : 20 mm bore GI pipe with Gun Metal Gate Valve
1
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d) Civil Work and Painting
(i) R.C.C. Platform suitable with foot stool foundation including drain and pit to accommodate the entire plant as per OEM's design.
(ii) The entire plant with all of its accessories and pipe lines will have to be painted with 2 coats of 1st quality synthetic enamel paint of shade Phiroza Blue over a coat of Red Oxide metal primer by spray painting complete including marking and identifying all pipe lines by writing and providing arrow sign to show the direction of flow etc.all as specified and as directed. (iii) The back wash line to be extended to the nearby drain by providing ERW MS pipe of suitable bore.
Note :-
a) After erection & testing of the plant, a chemichal analysys of the filtered water should be carried out, by the contractor in a Govt. / Govt. approved Laboratory to check the potability of the filtered water as described in IS :10500. Test report to be submitted to the Engineer-in-Charge for necessary acceptance.The testing charge shall demmed to be included in the unit rate quoted. No extra cost to be levied to the department separately for this testing. b) The cost of all types of Filter Media, MnO2, Resin, Activated Carbon etc. shall deemed to be included in the unit rate quoted.
c) New R.C.C/Brick PlatIform to be constructed after demolishing the existing one and cost of the same shall be included in the quoted rate of dismantling of plant as mentioned here in above . No extra cost on this account shall be paid by the department.
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Taking down cement plaster including raking out joints, hacking for key, scrubbing down with water etc complete.
36.25
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M&L for Rendering 15mm thick in CM (1:6) on other than fair face of brick work or concrete surfaces and finished the surface even and smooth without using extra cement complete all as specified and as directed.
11.25
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M&L for rendering 15 mm thick, set in cement mortatr (1:4), as on brick/concrete surface etc finish even and smooth without using extra cement complete all as directed.
25
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M&L for Rendering 10mm thick with CM (1:3) on or concrete surfaces and finished the surface even and smooth as in ceiling complete all as specified and as directed.
10
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Material & Labour for two coat of weather proof exterior emulsion paint on new surface or previously untreated surface of external walls including 3mm thick wall care putty on wall [preparation to remove all forign materials inclusing necessary working plateform complete all as specified and as directed.
25
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Material & Labour for two coat of weather proof exterior emulsion paint on new surface or previously untreated surface of external walls including 3mm thick wall care putty on wall [preparation to remove all forign materials inclusing necessary working plateform complete all as specified and as direted
80
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M&L for preparation of new plastered surface of wall and applying two coats of oil emulsion distemper over a coat of primer 3mm thick wall care putty on wall complete all as specified and as directed.
11.25
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M&L for preparation of new plastered surface of ceiling and applying two coat of white wash on new surface etc, complete all as specified and as directed.
10
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Chipping of unsound /weak concrete materials from slabs , beams,columns ,lintel,chajja, fin , facia etc. by any means as directed including tapering all edges, making square shoulders of cavities air or sand blasting etc and cleaning of exposed concrete surface of lightly picking materials by air blasting or sand blasting incl foreign matrials , loose concrete/aggregate etc and disposal of all debris out of MOD land and complete all as specified and as directed for 25mm average thickness for slabs/Chajja
10
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Removing of concrete all around reinforcement including from behind the reinforcing bars to give an average 25mm (but not less than 15mm clear air gap)by manual methods (using wire brushing ,chiselling etc) and applying alkaline rust removing chemical followed by removing rust including from behind the reinforcing bars by emery paper and cleaning the area throughly by water and allow it to dry all as per manufacturer,s instruction to give it a totally rust free finished steel surface complete all as specified and directed upto 12 mm dia bar.
Make : SIKA/FOSROC or equivalent make as approved by GE.
80
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M & L for introducing new reinforcement bars for structural connection in RCC beams, columns, lintel and slabs including power drilling holes of appropriate diameters in reinforced or plain cement concrete to a minimum depth of 150mm and upto 200mm including power drilling,fixing the reinforcement in position using epoxy, cleaning of loose dust by blowing air, sealing with epoxy cartridges etc all as specified and directed upto 12 mm dia bar
6.25
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M & L for providing single coat of epoxy bond adhesive of prepared non metallic surface (existing surface) and applying by brush all as per manufactures instruction/specification. The bonding agent shall have minimum compressive strength of 40 N/Sqmm and complete all as specified and directed.
10
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Supply and application of Epoxy Zinc rich primer on the prepared steel surface by brush the primer shall have a minimium specific gravity 1.75 minimum weight film thickness/coat 40 microns and minimum adhesive bond strength with steel is 1.5N/mm2 complete all as specified and directed. Make : SIKA/FOSROC or equivalent make as approved by GE.
80
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Supply, mixing and application two component structural grade polymer modified reinstatement morter, where local spalling has taken place or shuttering is not possible . The morter can be applying in layers not exceeding 6mm thick in each layer in and upto any thickness in smaller vertical pockets and upto any thickness in horizontal applications. The mortar should have a minimium compressive strength 12N/mm2 in 1 day and 45N/mm2 in 28 days. Minimum flexural strength should be 8 N/mm2 in 28 days. A modified styrene butadience emulsion for use as a bonding aid and gauging liquid for cementious system to be mixed with cement slurry before the application of modified polymer mortar to be used @ 6 ltr/bag of cement. The bonding agent should have minimium compressive strength 24N/mm2. Minimum tensile strength 3.5N/mm2, minimium flexural strength 6.5N/mm2 complete all as spd and directed upto 25 mm average thickness and upto 4 storey High. Make :- Sika/Fosroc or equivalent make as approved by GE.
NOTE:- Cement and sand morter in proportion of (1:2) graded coarse sand with polymer admixed in proportions approved .
10
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M & L for applying curing compound over concrete surfaces as per manufactures instruction complete all as specified and directed.
Make :- Sika/Fosroc or equivalent make as approved by GE.
10
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Providing of double layer self supporting steel scafolding to external perimeter of building duly cross braced and properly alignede for the functional aspect and safe of the building exceeding 15m height but not exceeding 45m height complete all as specified and as directed.
141.88
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